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Study on load test of 100m cross-reinforced deck type concrete box arch bridge

机译:100m交叉钢筋甲板式混凝土箱形拱桥荷载试验研究

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Found in the routine quality inspection of highway bridge that many vertical fractures on the main beam (10mT beam) of the steel reinforced concrete arch bridge near the hydropower station. In order to grasp the bearing capacity of this bridge under working conditions with cracks, the static load and dynamic load test of box arch bridge are carried out. The Midas civil theory is calculated by using the special plate trailer - 300 as the calculation load, and the deflection and stress of the critical section are tested by the equivalent cloth load in the test vehicle. The pulsation test, obstacles and no obstacle driving test were carried out. Experimental results show that the bridge under the condition of the test loads is in safe condition, main bearing component of the strength and stiffness meet the design requirements, the crack width does not increase, in the process of loading bridge overall work performance is good.
机译:在公路桥梁的日常质量检查中发现,水电站附近的钢筋混凝土拱桥的主梁(10mT梁)上有许多垂直裂缝。为了掌握桥梁在有裂缝的工作条件下的承载能力,进行了箱形拱桥的静载荷和动载荷试验。迈达斯民用理论是通过使用特殊的平板拖车300作为计算载荷来计算的,关键截面的挠度和应力是通过测试车辆中的等效布料载荷来测试的。进行了脉动测试,障碍物测试和无障碍物驾驶测试。实验结果表明,桥梁在试验荷载条件下处于安全状态,主要支座构件的强度和刚度均符合设计要求,裂缝宽度不增加,在荷载作用下桥梁整体工作性能良好。

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